4800 DOGWOOD DR 2022-02-28 - Laserfiche WebLink

• Title 4'SRW @ Ramp Page Job# 1 Dsgn� Date: 6 SEP 2018 Description.... This Wall in File:\\File\sss\Jobs\s17\s1711\s1711032-View Ridge Community Church\wo 180904 SRW\SR RetainPro(c)1987-2016, Build 11.16.03.31 License:KW-06057724 Cantilevered Retaining Wall Code: IBC 2015,ACI 318-14,ACI 530-13 License To:SOUND STRUCTURAL SOLUTIONS, INC Summary of Overturning &Resisting Forces&Moments OVERTURNING RESISTING Force Distance Moment Force Distance Moment Item lbs ft ft-# lbs ft ft-# Heel Active Pressure = 562.6 1.89 1,063.3 Soil Over Heel = 1,286.0 1.92 2,466.9 Surcharge over Heel = 180.4 2.84 511.5 Sloped Soil Over Heel = Surcharge Over Toe = Surcharge Over Heel = 250.3 1.92 480.2 Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load = Axial Dead Load on Stem= Load©Stem Above Soil= *Axial Live Load on Stem = Seismic Earth Load = 2.84 Soil Over Toe = = Surcharge Over Toe = Total 743.0 O.T.M. 1,574.8 Stem Weight(s) = 467.0 0.33 155.7 Earth @ Stem Transitions= = = Footing Weighs = 475.5 1.59 753.7 Resisting/Overturning Ratio = 2.45 Key Weight = Vertical Loads used for Soil Pressure= 2,478.8 lbs Vert.Component = Total= 2,478.8 lbs R.M.= 3,856.5 If seismic is included,the OTM and sliding ratios *Axial live load NOT included in total displayed,or used for overturning be 1.1 per section 1807.2.3 of IBC 2009 or IBC 201 resistance,but is included for soil pressure calculation. Vertical component of active lateral soil pressure IS considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS considered in the calculation of Overturning Resistance. Tilt Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Defl @ Top of Wall(approximate only) 0.073 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe. because the wall would then tend to rotate into the retained soil.